The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outside diameter of D₁ = 3.80 in., a wall thickness of t₁ = 0.25 in., and a shear modulus of G₁ = 4,000 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 1.60 in., a wall thickness of t₂ = 0.125 in., and a shear modulus of G₂ = 12,000 ksi. The compound shaft is subjected to torques applied at B and C as shown. Determine the rotation angle of C with respect to the support at A. (1) 9 ft -0.0793 rad O -0.1090 rad O-0.1496 rad O -0.1174 rad O-0.0909 rad 1,700 lb-ft B (2) 6 ft h 650 lb-ft C X

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outside
diameter of D₁ = 3.80 in., a wall thickness of t₁ = 0.25 in., and a shear modulus of G₁ = 4,000 ksi. Steel segment (2) is a tube with an
outside diameter of D₂ = 1.60 in., a wall thickness of t₂ = 0.125 in., and a shear modulus of G₂ = 12,000 ksi. The compound shaft is
subjected to torques applied at B and C as shown. Determine the rotation angle of C with respect to the support at A.
(1)
9 ft
-0.0793 rad
O -0.1090 rad
O -0.1496 rad
O -0.1174 rad
O-0.0909 rad
1,700 lb-ft
B
(2)
6 ft
650 lb-ft
C
X
Transcribed Image Text:The compound shaft shown consists of aluminum segment (1) and steel segment (2). Aluminum segment (1) is a tube with an outside diameter of D₁ = 3.80 in., a wall thickness of t₁ = 0.25 in., and a shear modulus of G₁ = 4,000 ksi. Steel segment (2) is a tube with an outside diameter of D₂ = 1.60 in., a wall thickness of t₂ = 0.125 in., and a shear modulus of G₂ = 12,000 ksi. The compound shaft is subjected to torques applied at B and C as shown. Determine the rotation angle of C with respect to the support at A. (1) 9 ft -0.0793 rad O -0.1090 rad O -0.1496 rad O -0.1174 rad O-0.0909 rad 1,700 lb-ft B (2) 6 ft 650 lb-ft C X
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